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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

1
2
4
3

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4WD²n/d4N
4W²D3n²/d4N
4W²D3n/d4N

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S + F
Q = F – S
Q = S – F
Q = S × F

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Theory of Structures
Stress may be expressed in Newtons

None of these
Per metre square (N/m2)
Per centimetre square (N/cm²)
Per millimetre square (N/mm²)

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Ellipse
Straight line
Circle
Parabola

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Theory of Structures
Stress may be defined as

Force per unit volume
Force per unit area
None of these
Force per unit length

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